Impact on different ratios of fiber-reinforced self-compacting concrete

Impact on Different Ratios of Fiber-Reinforced Self-Compacting Concrete Self-compacting concrete (SCC) is a special type of concrete produced in high fluid consistency using chemical additives. It will be easier placement of this type of concrete, the error arising from process ability become reduced. Easier to obtain higher quality concrete and concrete products Fibres are used today in order to improve mechanical properties of SCC. Fibre reinforcement decrease SCC's fresh concrete abilities although it increase mechanical properties of SCC. Loads acting on reinforced concrete structure can be divided into static and dynamic. Dynamic loads; shocks caused by explosives, bullets or rockets struck, winds, earthquakes and so on. As it can be sorted. In dynamic loads, it features one of the least known and examined shock loading installation. In this study, the use to go on increasing self-compacting concrete and fiber reinforced concrete, plastic case while consistency, after curing concrete that affects the strength and not previously studied enough shock effect have been discussed. In non-fibrous SCC series have indicated highest performance in fresh concrete test. Series of non-fibrous SCC has performed to high performance in fresh concrete test although they has performed to low performance in drop weight impact test. Keywords: Self compacting concrete, fiber, rheology, drop weight, impact test